Influence of special plaster on the out-of-plane behavior of masonry walls

Döndüren, Mahmut Sami; Kanit, Recep; Kalkan, İlker; Gençel, Osman

doi:10.12989/eas.2016.10.4.769

Cited by 2 publications

(2 citation statements)

References 11 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The boundary conditions of wall panels can be classified into two main types: (1) the top edge is free and the other three edges are constrained; (2) four edges are all constrained. Therefore, the masonry wall panels used in the following case studies mainly follow these two constraint types.…”

Section: Case Studies On Verification Of the St Methodsmentioning

confidence: 99%

“…Masonry is vastly used in the construction of structural and non-structural walls. To date, commonly used methods to investigate the behavior of masonry wall panels are experimental method [1,2], the Yield Line Theory (YLT) method [3] and the Finite Element Analysis (FEA) method [4][5][6][7][8][9]. However, it was pointed out that there was no rational justification for the use of a yield line theory based on ductile behavior for a brittle material like masonry [10], while for the experimental method, it is expensive and time consuming.…”

Section: Introductionmentioning

confidence: 99%

See 1 more Smart Citation

A method for predicting failure load of masonry wall panel based on structural stress state

et al. 2020

View full text Add to dashboard Cite

This paper proposed a method for predicting failure loads of masonry wall panels subject to uniformly distributed lateral loading based on a concept of structural stress state. Firstly, the characteristics of the structural stress state of masonry wall panels subjected to uniform distributed lateral loading were investigated through experimental results. Then, a new parameter was proposed to characterize the structural stress state. Next, the relation of the failure loads between a specified base wall panels and other wall panel was established using the proposed parameter. In this way, a method (called a ST method) based on a structural stress state parameter to predict the failure load of masonry wall panel from the base wall panel was established. The following case studies validated the ST method by comparing the predicted failure load with the experimental results, as well as those predicted from the existing yield line theory (YLT), the FEA method and the GSED-based cellular automata (CA) method. The ST method provided an innovative way of structural analysis on the basis of structural stress state.

show abstract

Section: Case Studies On Verification Of the St Methodsmentioning

confidence: 99%